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GENERAL NOTES
CONCRETING:
1. MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE DPWHSTANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES AND AIRPORTS2004 EDITION VOLUME II.
2. CONSTRUCTION (CONTACT !OINTS ARE FORMED WHEN CONCRETE
ONONE SIDE OF THE !OINT IS POURED AHEAD AND ALLOWED TO SET
BEFOREPOURING ON THE OTHER SIDE.
". AT CONSTRUCTION !OINTS (LONGITUDINAL OR TRANSVERSE CARESHOULD BE TAKEN THAT NO CONCRETE FROM THE LAST SLAB FACE
OVERHANGS ANY PORTION OF THE FIRST SLAB.
4. TIE BARS SHOULD BE DEFORMED STEEL BARS, ALL DOWEL BARS
SHALL BE SMOOTH ROUND STEEL.
#. TYPE OF WEAKENED PLAIN !OINT TO BE USED SHALL BE AS
SPECIFIED IN THE PLANS AND ONLY ONE TYPE SHALL BE USED FOR THE
WHOLE PRO!ECT.
$. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEETMETAL GAUGE NO. 1% OF BLACK IRON FREE FROM RUST AND KINKS.
&. AT LEAST SI' ($ SUCCESSIVE DOWELED BUTT !OINTS AT NORMAL
!OINT SPACING SHALL BE PROVIDED BEFORE OR AFTER AN E'PANSION
!OINT.
%. THE GROOVE OR CRACK ABOVE !OINTS (LONGITUDINAL OR
TRANSVERSE SHALL BE SEALED WITH "0 #0 PENETRATION ASPHALT
SEAL OR COLD APPLIED LI)UID RUBBER COMPOUND AFTER THE
CONCRETE HAD BEEN CURED AND OPEN BEFORE OPENING THE
PAVEMENT TO TRAFFIC. PENETRATION ASPHALT SEAL OR CONCRETE
PAVEMENT SHOULD BE POURED ON SUCH MANNER THAT SPILLING
WILL BE ELIMANATED * PREVENTED THUS, PROVIDE A SMOOTH
LEVELING SURFACE.
+. ALL TRANSVERSE !OINTS, E'CEPT CONSTRUCTION !OINT SHALL BE
CONTINOUS FROM EDGE TO EDGE
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10. ALL LONGITUDINAL !OINTS SHALL MEET AT INTERSECTION WITH NO
GAPS AND OFFSETS.
11. PRIOR TO CONSTRUCTION CONDUCT BORING FOR VERIFICATION
OF PAVEMENT THICKNESS (PCCP.
12. VERIFY*CHECK STABILITY OF E'ISTING SUB GRADE AFTER REMOVAL
OF DETERIORATED PAVEMENT, PRIOR TO ITS RECONSTRUCTION *
REPLACEMENT.
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V. LEGAL PROBLEM
PROPOSAL DESIGN OF CONSTRUCTION OFNATIONAL ROADS ALONG SAN MIGUEL AKLE
ANGAT ,BULACAN ROADS, SECTION KM. 0030+00
TO KM. 0044 + 800
LEGAL PROBLEMS, TO BE CONSIDERED IN THE PROPOSAL DESIGN OF
THE HIGHWAY.
E!"#$%&'( P)%*%$' R'-")(%*- D/!
A- ///- 356 675 55 853/858 /35 65 9/;/ 6/;6/3.
T&' S!"!' "*( 1!&') -12')*'*!"$ /*%! (1 *1! !"*( %* !&'""%! 1 %*/)') 1 !&' "'! 1 !&' )1"(.
D/! % $%%!'( !1 !&"! 1 "%*!"%*%*- !&' )1"(5" !' %* "1*(%!%1* )'"1*"#$ "' 1) /#$% !)"2'$ # 1!1)%! 5&1")' !&''$2' '6')%%*- 1)(%*") ")'.
I* "* "!%1* "-"%*! !&' S!"!', 1) 1!&') -12')*'*!"$ '*!%!%',!1 )'12') 1) ('"!&, %*7/), 1) )1')! (""-' "/'( # "(''! $%*- %*, "$1*-, "#12' 1) "(7"'*! !1 !&' "2'( /)"'1) !&' &1/$(') 1) #') 1 !&' )1"(5", %! % *''") !1'!"#$%& !&"! !&' (''! 5" !&' )16%"!' "/' 1 !&'
"%('*!, "*( " " *''") 1)1$$"), !&"! !&' '/'*!%"$&"%* 1 '2'*! $'"(%*- !1 !&' "%('*! 5" *1! #)19'* # "*':%'*!, %*!')2'*%*-, 1) %*(''*('*! "/'.
A " /)!&') 1*(%!%1* )''('*! !1 )'12') %! % *''") !1'!"#$%& !&"! !&' S!"!' 1) /#1)(%*"!' -12')*'*!"$ "-'* &"('%!&') "!/"$ 1) 1*!)/!%2' *1!%' 1 !&' (''! "*( "! !&' "'
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!%' 5" "1)('( " )'"1*"#$' 11)!/*%! !1 !"9' )''(%"$ "!%1*5%!& )''! !&')'!1.
R''*! C1/)! D'!')%*"!%1*. T6/ >==5@5 ==5 39/58 6535 @35 9 855@/5 5 5;53 9 65 = 9 65
5 9 / >8/7//9. O5 75- /@=9 39/85/9 / 36
/>/9 8 =55 3> 9 39>3/75 9/35 9 398//9
689> 9 65 @99/; =>/3. T
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65595, 5/575 65 S5 9 - 8>- 9 ;>8 ;/, - 5@97,
/5, /;/;, 965/85 65 /;6?9?- 9 595 35 - 398>3/; 8/75?-
/=53/9 - >/58 =595. I 8/558 398//9 / 958 -
9575, 65 S5 6 65 8>- 9 5 5@58/ 3/9,
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A- 893/ 5,
C9>3/ 35 65 =95/ 9 98 365 8 />/5 9 65 /8;5 8
==9365 /3>8/; - /553/9 8 3953/; 98.
P97/85 5 3///5 9 =585/ 8 3-3/.
I)12' !)": ':%'* #'!5''* S"* M%-/'$ "*( A9$', A*-"!
P97/85 5J3/5 335 9 5398 39/; 9 65 C535 R/75 8 9
65 S5 98 5
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P97/85 J3 @;5@5 5/9 6 39@=5@5 5//; 8 >>5 8 >5
8 >==9 85759=@5 9==9>//5.
P97/85 /@=9758 9==9>//5 9 5399@/3 8 9>/ 85759=@5 9
S M/;>5, B>3
P97/85 9 39@@53/ =9 /3>8/; B?89>5 /58.
P97/85 998 /@@>/- 9 65 /8;5 9 1 / 100 -5 998 575, 8 9
65 ==936 98 9 1 / 20 -5 998 575, /58.
P97/85 7/;/9 3535 9@ 65 88//9 39/; 9 /75 >5.
I*21$2' "$$ !"9'&1$(') "*( 1*%(') !&'%) %*!')'!
D5759= 9>/9 6 39/85 39@@>/- 5=53/9 9 65 =953.
S/- 65 536/3 8 =9358> 5>/5@5 9 R98 8 @//@5
57/35 (9@5- R98 8 TJ3 A>69/- 9@ 65 39@@>/- /9 65 85759=@5 9 65 =953
69>;6 65 /@=5@5/9 9 39@=565/75 =9;@ 9 39@@>/-
39>/9 8
P/3/=/9.
P)12%(' 2"$/' 1) 1*'
A36/575 >/5 55*39 /9 985 39.
D5759= 5;- 9 /5;5 >>5 >=;85 /9 65 =953.
M%*%%8/;
=9=5- /@=3.
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M//@/5 65 /@=3 9 5/85/ @5/-, /3>8/; 9/5, 7//9, /
>/- 53.
M//@/5 65 /@=3 9 65/;5.
M//@/5 /@=3 9 65 > 57/9@5.
P97/85 =953 6 5//75- /9 65 >/, > 8 39@@>/-
395.
M//@/5 998/; /@=3 3>58 - 65 =953.
T&'' 1#7'!%2' ")' %1)!"*! " !&' 5%$$ #' /'( !1 1")' "*(
&1)!;$%! !&' )'$%%*") )1/!' 1!%1* "*( %('*!% " )'1'*('(
)''))'( $1"!%1* 1) !&' "((%!%1*"$ )1%*-.
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II. PRO=ECT DESCRIPTION
T65 =>=95 9 6/ =953 853/=/9 / 9 853/5 65 =9=958
39>3/9 9 65 1#@ 9 39355 8/75/9 98 6 6 39@@535 /
S M/;>5, B>3 8 6 5@/5 / A5 / 65 M>/3/=/- 9 A;,B>3.
T65 =953 6 5 2?5 98 @5 9 J3 8 6 5/575 J3 398//9 /
S M/;>5
T65 98 /==58
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IV. SOURCES OF FUNDS
H 9 65 =953 39 8558 - 65 P6//==/5 G975@5. A
2"0 M//9 P59 9 ?.@ KM HIGHWAY SAN MIGUEL TO AKLE, ANGAT, BULACANINTRODUCTION
P)17'! B"9-)1/*(
T65 1#.$ KM HIGHWAY SAN MIGUEL TO AKLE, ANGAT, BULACAN =953
/5858 9 39>3 6/;65 9 A5, A; B>3
9 65 85759=@5 9 65 /9 98 5- / 5
85759=58 5 /3 W9 8 H/;68/; 65 /@=975@5 9 /9 98,
56///9 8 >3> 975-, /8/; / 7/9> 5, =953 3998//9 8 55
@9/9/; 8 57>/9.
T65 5/@58 =953 39 /75 85=@5 9 65 P6//==/5 ;975@5 5=9/5 9
5- 9 =953 / 65 58 9 =>/3
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@/535 9 65 P6//==/5 98 5858 - DPWH 8 93 ;975@5 9 B>3. T65
==936 9 855@//; 65 93/9 9 >8/; / 9< 3//3 3935 9
=97/3/ 8 93 98 ;53/5. T9 /5 88//9 575>5 9 98, 65
PRC 69>8 5/65 /355 5//; 5 9 5/6 5< 575>5?//;
@536/@. A8 6/9/3-, 65 >5 9 9 9 35 98/- 98=9;@ 6 ;5- 933>58 65 8/35/9 9 =97/3/ 8 93
;975@5.
I. SCENARIO OF THE DESIGN
A.!.A I3. / 3/7/ 8 39>3/9 39@=- 6 6 >/ 9;
5=>/9 9 85/75/; >/- 57/35, 9 /@5, 8 39@=5//75
=/35. W5 =/85 9>575 9 5/; /58 8 5=5/5358 / =53 9
3/7/ 39>3/9 8 6/, 39@/58 55/75 9 @9 =-5 / 6/ /8>-.
O> 39@@/@5 9 /97/9 8 535535 /7/- 5> /
>335>- 39@=558 =953 9 96 3939 8 3/5. W5 >858
8 =9@95 65 /85 9 5
65/ ;9 5 @5.
A A.!.A I3., =9 9> >5 8 5 =/95 8 8/75
9 39/>5 65 6/;6 575 9 3>9@5 /3/9 855 7/5- 9 =953 9 >/>5 8
5/5 =953 @;5@5 -5@ 5>5 6 =9//75 9>39@5 /
36/5758 5;85 9 /5 9 >5 9 65 =953
II. PRO=ECT DESCRIPTION
T65 =>=95 9 6/ =953 853/=/9 / 9 853/5 65 =9=958
39>3/9 9 65 1#@ 9 39355 8/75/9 98 6 6 39@@535 /
S M/;>5, B>3 8 6 5@/5 / A5 / 65 M>/3/=/- 9 A;,
B>3.
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T65 =953 6 5 2?5 98 @5 9 J3 8 6 5/575 J3 398//9 /
S M/;>5
T65 98 /==58 5 9 A5, A;, B>3 8 5
395358 - 98 ;6 3=3/- 9 339@@985
65 756/35 95 9 6/ 655 933> 9 9 />5 9>
=9/9. T65 />5 3 5 58 995 5< 6/;6358, 1#.$ KM
HIGHWAY SAN MIGUEL TO AKLE, ANGAT, BULACAN
IV. SOURCES OF FUNDS
T65 5/@58 =953 39 /75 85=@5 9 65 P6//==/5 ;975@5 5=9/5 9
5- 9 =953 / 65 58 9 =>/3 3. T65
==936 9 855@//; 65 93/9 9 >8/; / 9< 3//3 3935 9
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=97/3/ 8 93 98 ;53/5. T9 /5 88//9 575>5 9 98, 65
PRC 69>8 5/65 /355 5//; 5 9 5/6 5< 575>5?//;
@536/@. A8 6/9/3-, 65 >5 9 9 9 35 98/- 98
=9;@ 6 ;5- 933>58 65 8/35/9 9 =97/3/ 8 93
;975@5.
T65 1#.$ KM HIGHWAY SAN MIGUEL TO AKLE, ANGAT, BULACAN 98 =953
8 5 >858 - DPWH 8 93 ;975@5 9 B>3. T65 ==936
9 855@//; 65 93/9 9 >8/; / 9< 3//3 3935 9
=97/3/ 8 93 98 ;53/5. T9 /5 88//9 575>5 9 98, 65
PRC 69>8 5/65 /355 5//; 5 9 5/6 5< 575>5?//;
@536/@. A8 6/9/3-, 65 >5 9 9 9 35 98/- 98
=9;@ 6 ;5- 933>58 65 8/35/9 9 =97/3/ 8 93
;975@5.
V. LEGAL PROBLEM
PROPOSAL DESIGN OF CONSTRUCTION OF NATIONAL ROADS ALONG
SAN MIGUEL AKLE ANGAT ,BULACAN ROADS, SECTION KM.
0030+00 TO KM. 004?+ @00
LEGAL PROBLEMS, TO BE CONSIDERED IN THE PROPOSAL DESIGN OF
THE HIGHWAY.
E!"#$%&'( P)%*%$' R'-")(%*- D/!
A- ///- 356 675 55 853/858 /35 65 9/;/ 6/;6/3.
T&' S!"!' "*( 1!&') -12')*'*!"$ /*%! (1 *1! !"*( %* !&'
""%! 1 %*/)') 1 !&' "'! 1 !&' )1"(.
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D/! % $%%!'( !1 !&"! 1 "%*!"%*%*- !&' )1"(5" !' %* "
1*(%!%1* )'"1*"#$ "' 1) /#$% !)"2'$ # 1!1)%! 5&1
")' !&''$2' '6')%%*- 1)(%*") ")'.
I* "* "!%1* "-"%*! !&' S!"!', 1) 1!&') -12')*'*!"$ '*!%!%',
!1 )'12') 1) ('"!&, %*7/), 1) )1')! (""-' "/'( # "(''! $%*- %*, "$1*-, "#12' 1) "(7"'*! !1 !&' "2'( /)"'
1) !&' &1/$(') 1) #') 1 !&' )1"(5", %! % *''") !1
'!"#$%& !&"! !&' (''! 5" !&' )16%"!' "/' 1 !&'
"%('*!, "*( " " *''") 1)1$$"), !&"! !&' '/'*!%"$
&"%* 1 '2'*! $'"(%*- !1 !&' "%('*! 5" *1! #)19'* # "*
':%'*!, %*!')2'*%*-, 1) %*(''*('*! "/'.
A " /)!&') 1*(%!%1* )''('*! !1 )'12') %! % *''") !1
'!"#$%& !&"! !&' S!"!' 1) /#1)(%*"!' -12')*'*!"$ "-'* &"(
'%!&') "!/"$ 1) 1*!)/!%2' *1!%' 1 !&' (''! "*( "! !&' "'
!%' 5" "1)('( " )'"1*"#$' 11)!/*%! !1 !"9' )''(%"$ "!%1*5%!& )''! !&')'!1.
R''*! C1/)! D'!')%*"!%1*. T6/ >==5@5 ==5 39/58 65
35 @35 9 855@/5 5 5;53 9 65 = 9 65
5 9 / >8/7//9. O5 75- /@=9 39/85/9 / 36
/>/9 8 =55 3> 9 39>3/75 9/35 9 398//9
689> 9 65 @99/; =>/3. T
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O/!%(' !&' R%-&!;1;W"
I 6/ 35 65 39> 658 6 655 68 55 9 536 9 8>-. T65 555 7/5
3/@. T65 39> >65 395858 6 65 39>- 98 / /58 -
>@59> 55 8 965 75;5/9. K55=/; 98 / 595 5=/
895 9 /3>85 8595/9 9 65 >9>8/; 39>-/85. T65 >5,
65595, 5/575 65 S5 9 - 8>- 9 ;>8 ;/, - 5@97,
/5, /;/;, 965/85 65 /;6?9?- 9 595 35 - 398>3/; 8/75?-
/=53/9 - >/58 =595. I 8/558 398//9 / 958 -
9575, 65 S5 6 65 8>- 9 5 5@58/ 3/9,
8/12/2019 higway engineering
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L89/58 9 55= 55 ;98- 535 9 @//@>@ 65/;6 9 / @55
9 >36 965 ;55 65/;6 39/8558 ==9=/5 - C9>3/.
A- 893/ 5,
C9>3/
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#. TYPE OF WEAKENED PLAIN !OINT TO BE USED SHALL BE AS SPECIFIED IN
THE PLANS AND ONLY ONE TYPE SHALL BE USED FOR THE WHOLE PRO!ECT.
$. MATERIAL FOR THE METAL SIDE FORM SHALL BE BRAND NEW SHEET
METAL GAUGE NO. 1% OF BLACK IRON FREE FROM RUST AND KINKS.
&. AT LEAST SI' ($ SUCCESSIVE DOWELED BUTT !OINTS AT NORMAL !OINT
SPACING SHALL BE PROVIDED BEFORE OR AFTER AN E'PANSION !OINT.
%. THE GROOVE OR CRACK ABOVE !OINTS (LONGITUDINAL OR TRANSVERSE
SHALL BE SEALED WITH "0 #0 PENETRATION ASPHALT SEAL OR COLD
APPLIED LI)UID RUBBER COMPOUND AFTER THE CONCRETE HAD BEEN
CURED AND OPEN BEFORE OPENING THE PAVEMENT TO TRAFFIC.PENETRATION ASPHALT SEAL OR CONCRETE PAVEMENT SHOULD BE POURED
ON SUCH MANNER THAT SPILLING WILL BE ELIMANATED * PREVENTED THUS,
PROVIDE A SMOOTH LEVELING SURFACE.
+. ALL TRANSVERSE !OINTS, E'CEPT CONSTRUCTION !OINT SHALL BE
CONTINOUS FROM EDGE TO EDGE
10. ALL LONGITUDINAL !OINTS SHALL MEET AT INTERSECTION WITH NO GAPSAND OFFSETS.
11. PRIOR TO CONSTRUCTION CONDUCT BORING FOR VERIFICATION OF
PAVEMENT THICKNESS (PCCP.
12. VERIFY*CHECK STABILITY OF E'ISTING SUB GRADE AFTER REMOVAL OF
DETERIORATED PAVEMENT, PRIOR TO ITS RECONSTRUCTION * REPLACEMENT.
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B. PROFILING
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C. CUT AND FILL
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VII. DESIGN COMPUTATIONA. BO
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B. ELEMENT OF CURVES
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OUTLINE
INTRODUCTION
I. SCENARIO OF THE DESIGN
II. PRO!ECT DESCRIPTION
III. STATEMENT OF PROBLEM
IV. SOURCE OF FUND
V. LEGAL PROBLEM
VI. DESIGN CRITERIA. G5 N95. P9/;
3. C> 8 F/
VII. DESIGN COMPUTATION. BO). E5@5 9 C>753. C> 8 F/
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